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NTID 47114092
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💬 Talk to Our Bidding ExpertRenovation Work Of Existing Ra in Chittorgarh - Complete Tender Details
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BOARD OF RADIATION AND ISOTOPE TECHNOLOGY
Chittorgarh, Rajasthan, India
NTID 47114092
- Opening Date : Fri 6th November, 2026
- Closing Date : Wed 4th November, 2026
- ₹ 16459008.00
- NTID 47114092
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
329180.00 -
Document Cost
Refer Documents -
Estimated Cost
16459008.00
BOQ Items Total Items : 235 | Total Qty : 22434.7
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SECTION A- Earthwork Earth work excavation by mechanical means (Hydraulic excavator) / manual means in all types of soil other than soft and hard rock, dressing the sides of foundation, ramming of bottom etc. including shoring and dewatering (if necessary) and refilling with selected excavated earth in layers of not more than 500 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications including clearing Jungle, uprooting of vegetation, grass, etc. complete as per specification and as directed by the Engineer-in-charge From 0.00 to 1.50 m depth from Average Ground Level | 30 | CuM |
| 2 | Earth work excavation by mechanical means (Hydraulic excavator) / manual means in foundation, in Soft Rock including shoring, dewatering if necessary, dressing the sides, ramming the bottom, refilling the sides etc. with available selected excavated earth in layers of not exceeding 500 mm in depth, each layer well rammed and consolidated disposal of surplus excavated material within a lead of 200 m complete as per specifications and as directed by the Engineer-in-charge. From 0.00 to 1.50 m depth from Average Ground Level | 50 | CuM |
| 3 | Earth work excavation in foundation in Hard Rock by Chiselling / by mechanical means (Hydraulic excavator) / Manual means including dewatering if necessary, dressing the sides, ramming the bottom, and stacking and disposing within a distance of 200 m and filling the sides of foundation with available selected excavated earth in layers not exceeding 500 mm in depth, each layer well rammed and consolidated etc. complete all as per specifications and as directed by the Engineer-in-Charge. | ||
| 4 | From 0.00 to 1.50 m depth from Average Ground Level | 650 | CuM |
| 5 | From 1.50 m to 3.00 m depth from Average Ground Level | 350 | CuM |
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